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913xx_wtW8 r Ti9 c"'X; 2"SHOD : rJy/vFCT ON, /Z",PS.G.K eYC.M.N'D, ZAU � LORlC EXPENSE,/!'/yNfLlr'Dl38�/D, /Z"X20' //tICREA5ER ZO'xZo"irijj"TEE, IB"�✓(Jv� w1aylMPEpy�Rp CORP. STOP, IAF !� /� 'F..;�1lM�b"a%'S By CoNS�?AC %re . Fxrl f{DAPfE12 ` ROAD sQ ♦ �Sl'9y`c `` SHS 1 Y.C. c- CL•235 UNDERGROUND SERVICE ALERT CALL T FREE 1-800 422-4133 TSD WHIM DAYS 111170FIE YOU Ole FOR 7RANJ-M155l0/' LINE O/V L y I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. DATE - RIVERSIDE COUNTY RIVERSIDE COUNTY FIRE DEPARTMENT HEALTH DEPARTMENT prwff A�f�r• ► APPROVED BY APPROVED BY ATE DATE ct WATER SYSTEM IMPROVEMENTS TRACT 26917-1 DIAMOND VALLEY GOLF CLUB HOUSE WATER QUANTITIES E.M.W.D. WATER CERTIFICATION = Q (1 15fqa1✓k I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 26 9/7-1 IS IN i'z ° P.V.C. 3,CpR 3 Lf Q® ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL 12P.vG DIG" B.F. V. (HXF) tom? EA, WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION 6" B. F.V.(HXF) I EA SYSTEMS WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH DEVELOPMENT. THIS 016��R.S.GATE VALVE ( EA. CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER 611 R.S.GA TE VALVE I EA TO SUCH DEVELOPMENT AT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSURES FOR FIRE 611 F. H. ASS LY. B-517 2 E,4, PROTECTION OR ANY OTHER PURPOSES. Irv" T E E 16' bFv. 2 EA. 22.5° BEND (12") ( FXH) i EA. ® EASTERN MUNICIPAL WATER DISTRICT 20 PVC. C-946 CL. Z357 _ 414 L.F. r r Zo S.F%J. (FxF) GEJ\;m ►.c •.� a•.t. . A.V.aA.rZ. VALVE 8-598TYPE 'g __I EA. CIVIL ENGINEER OF SUBDIVISIONS y DATE /.4v, © 126X 1?" S.S. SLEEVE HOT TAP _ _ ) EA, � p" fMOU660 IMS M7. a�Y. 2 EA. TIME LIMITATION I SERVICE W/METER I EA. BACKFLOW PERVENTER I EA. THE TIME LIMIT ON DRAWINGS APPOVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE 11/y BEJdD (1)F><N,(11E'xF 2E�4. CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME E. M.W.D. REQUIRES 1J QI iv. x0, ►ntciQEEA`3Fcz 1 FJ*- DRAWINGS TO BE REVIEWED BY THE DEVELOPER/ DESIGN ENGINEER FOR POSSIBLE CHANGES IN 3„GON�p°'°ND "tgTt:R 16A. MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND STANDARDS. 12 Tt:E WATER LEGEND (L•'� 25�Y ._�__ tl � ' WATER PRESSURE NOTE �. WATER LINE DUE TO THE FACT THAT THIS PROJECT SHOULD BE WITHIN THE 2264 WATER PRESSURE ZONE SYSTEM DK BUTTERFLY VALVE (FXH) AND IT IS CURRENTLY DESIGNED TO BE SERVED OFF OF THE EXISTING 1824 ZONE SYSTEM, THE PROJECT WILL EXPERENCE LESS THEN THE MINIMUM STANDARD 40P.S.I. STATIC PRESSURE. THEREFORE A LOW Da RESILIENT SEAT GATE(FXH) PRESSURE AGREEMENT WILL BE REQUIRED WITH THE CUSTOMER SERVICE DEPARTMENT. H&---ly FIRE HYDRANT, 8-517 BACKFLOW PIKE VENTER IMPLEMENTING FACILITIES Q L--� 2" 1NArER SEQ�IIGE, F1>344A ca OF THE TWO EXISTING 3O H� FLIMFS AT SEAVL_ LcosTErz. W I T H Two 40 pINP F1)MF5 CA12APN� OF f'90f�uGINC-, q10 GFI AT 14o b---- I" AIR VALVE , B - 598 GENERAL NOTES ©® floug(,E CHECK DET6CTa9 *55'Y 13451 SPECIAL CONDITIONS ® I" SERVICE, B-590 3" SERVrL 13- 633 1. PERMITS FROM OTHER AGENCIES APPROVAL BY E.M.W.D. IMPLIES NO PERMISSION OTHER THAN THAT WITHIN THE DISTRICTS JURISDICTION. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR ITS CONTRACTOR. REQUIREMENTS OF E.M.W.D. SHALL TAKE PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES ONLY WHERE E.M.W.D. S+^ REQUIREMENTS ARE GREATER. 4 cE 2. COORDINATION OF WORK THE PROPOSED WORK SHALL BE SUBORDINATED TO ANY OPERATIONS E.M.W.D. MAY QQ .� CONDUCT, AND SHALL BE COORDINATED WITH SUCH OPERATIONS AS DIRECTED BY 0,q,0 �0 E.M.W.D. /6 ap`C C.9Q5 e 3. APPROVAL OF GRADES cL23S b,4 APPROVAL BY E.M.W.D. OF A PROPOSED CONNECTION TO AN E.M.W.D. FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION SHOWN ON SqGlc THE PLANS. 4. STANDARDS OF CONSTRUCTION ALL WORK SHALL CONFORM TO RECOGNIZED STANDARDS OF CONSTRUCTION AS R04 ri REQUIRED AND APPROVED BY E.M.W.D. WATER APPROVED BY: REVISIONS: EASTERN MUNICIPAL WATER DISTRICT UPDATE + G N4ED kA kA .(I-f'UDATE REV► E CIVIL EMINtEK OF SU IVISIONS APPROVALS REVISE P6 INITIAL DATE INIT I GATE RELOL�T� PROJ ENG 9/30 9 - INSPECTI -- -- WATER OPE SCALE _ r=100' O 50 1 2 3 4 TO c-"V-9,EN7_ Gu►G�Et,1NE�, HPE ►NG¢EASE VU� ?ETEcT C KE Va4fte C It6GK t7E-rpt/ A55 To R.P.V.A. +Ih�i9� 1aE'iZ. es LQ Z1 -Q-7 PL 5+7_2 >rQoM IV" I,UU7�°- `jrMF_ST 7b Kku L7_ Wit Zo" VLA'C "ROSS kER 5/16146 VJ9 5111-144 APPROVED BY: j , y , REGISTERED CIVIL ENGINEER NO.37385 FOR E.M.W.D. WATER NOTES 1. WATER LINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS. 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION. 3. MINIMUM COVER OVER WATER LINES SHALL BE 48 INCHES. 4. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES X 5/g" METERS UNLESS OTHERWISE NOTED; AND SHALL BE LOCATED AS SHOWN ON THE PLANS, ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. SFRVICFq QHALL BE INSTALLED IN ACCnRDANCF WITH QTP. nWG. R-990, TYPE "B" 5. AIR VALVES SHALL BE INSTALLFn TN ACCORDANCE WITH STD. DWG. B-598.TYPE"B16 6. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. 7. APPROVED REDUCED PRESSURE BACKFLOW PREVENTION DEVICE (B-597) REQUIRED FOR ALL INDUSTRIAL, COMMERCIAL, AND APARTMENT COMPLEXES, AND IRRIGATION METERS. 8. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. 9 FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWGS. B-517, COLOR CODE , ORANGE. 14. ALL P. V. C. P I PE THROUGH 12 1 NCH SHALL BE TYPE C-900, CLASS 150 EXCEPT WHERE 00 NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. Ico" PvC-- elf?6 �IPAL_4_ Pte, TyCr' ('-100 G�G�y 2?/e. , LVO "PIPE 5MUC, 8C TYPE C-4oS , CL. Z3S_ 11 . FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL 9E FLANGED. BOLTED MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. 10 I2. POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS ANU SPEC I F I CATI ONS. Li I?'. JOINT RESTKAINEKSr INSTEAD of THRusT 13LoaKS �tlAu � u5ep oN ALL MkIV4 L1WE PIPE Jolt WITHIN SPEG1FlEl7 LIM\T9� AN 2 AAS, .1o►NTS OF WATER Alp C eT�N c� LATEIZAL-S oFF S�M.IN LINE FicR EMVI/0 ��Pr:GIFIGATIONS. 14. TYPICAL Fp{Z p,� TF�S CYJTh1 DE OF NIA.IW UWE, JOl1.1T RESTIZA►NT L_►M+� - ►,y aprJ►T;:�f`; 70 6aH 1OrFTI+Pr' I l�r�� IEF..N g pE 1 O� F_e� 9GOTIZAl0 F' VTH RUN -SIDE A JOINT" A►sp tt�ISTCL!r FULL 20 NOTI�ICANS aun'Err-- r' , $1"r_) - I. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY ROAD DEPT. C>ti1STiUCTION SCOT' )N AT RIVERSII:"- (909) 275-6885 AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCT'( -4. 2. AT LE AST 48 HOURS PRIOR TO COMMENCING CONSTRu( ,, COiV' -qAC' _; • �-I Al t. VO' IFN a EASTERN MUNICIPAL WATER DISTRICT (909) 766- '�=G , ..-1 EN'10 b. UNDERGROUND SERVICE ALERT (USA) 1-(800) ZZ7-?Xao01. WATER LOCK IMV h DTE s DUE TO THE FA r TH r AwLY rHE NORTH LANE OF THE ULTIMATE SA&E ROAD IS 6ft0ED AT TENS 17MM O THE RIVERSIDE COUNTY TRANSPORTAT)ON DEPARTMENT ATPRft=,IN A 10/111" LETTSK THE oxArlON OF THE WATERLINE TO BE 13 FEET NORTH OF THE STREET CENTERUNE. THIS APf'VWAL WILL RE QuiAE THAT THE SEWERLINE WILL NEED TO BE LOCATED Ar A DIFFERENT LocATM S FROM TME NCRMAL b FEET" NORTH OF 4L. NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE CORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPTTHOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTI LI TY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CALL UNDERGROUND SERVICE ALERT (USA) 1-800 -21-7- Z(oev AT LEAST 48 HOURS PRIOR TO EXCAVAT I ON. THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID PURPOSES. PRESSURE ZONE 1812 ALBERT A. WEBB ASSOCIATES COUNTY O F R I V E R S I D E CIVIL ENGINEERS 3788 Mc CRAY STREET TRACT NO. 26917-1 RIVERSIDE• CALIFORNIA DIAMOND VALLEY GOLF CB HOUSE DATE: (909) 686-1070 WATER PLAN AND PROFILE ?APPROVED BY: /� SCALE: 1 ^ 1Q0' BENCH MARKELEV . 1677.578 -139-83 31/4" ALUMINUM DISK I FOR TRANSPORTATION DEPT. RIVERSIDE COUNTY, CA DRAWN BY: SEL CONIC. CYCLINDER. 7.5' W'LY P.P KHALED A.OTHMAN DESIGNED BY- A&L_ (NO NUMBER) 31.5' N'LY CACTUS DATE: '}'S� �'. 'S EXP. DATE 12 - 31 _M CHECKED BY: ' ' (NOLEY NAMED . 172' W' LY PAVED RD. W O 93-294 INDEX -MAP I.D. 1 SERV. 42 AREA W.0.=r" C. 0. CDDRD .2614 S2 SHT I OF 6 D-1511♦ FOR: YEN PING GROUP I F . B .1993 /294- 9/uqftmxx 1700 1690 1&0' JOINT Re,-�77i?AIWr s:DO 1 0 sole S=O'OZ+{2 0 -Ex/sr. GRVun+O ILI _�. 10 11 O,12 13 �o.., ° W A tih tint 4J4 }1pQd� fo + -k\ oil Vdompow 000000 c, AL 4u R� 6000", zx do�a �Cu -VALLEY TUSF,R Cy. 20" PVc C-qoS CL.Z3-'57 ve, Vow ok0 �Y X11 SCALE 1 INCH - 40 FEET 40 30 20 10 0 40 80 120 m =0019 2s ---CAC - IA - I --- 411 0-1�i3 " 107 -- - - sow -on awwwwom www -I= awnswom awspaw ���� RZ QPpFESSIO� -9 z z rn w m Q m NO. 37385 EXP. 6-30-00 `r> CIVIC- P 9TF OF CAI.IF�/ WATER APPROVED BY: REVISIONS: EASTERN MUNICIPAL WATER DISTRICT I UPDATE To GUQR W-,il*v P1vE size, , j. � ► .G 0'Af E IMLOC.ATG W" C A 055 OF SUBDIVISIONS APPROVALS INITIAL DATE INITIAL I DATE 3ROJ ENG-- ENSPECTION OATER OPER _ t�1 _ ,,MONO 0 a1 © z too /ov.c. c-!Ol* c z3s //' /V 0i Lt GUtiyeuNEs, F21 emu w F- It�lGflJEf�56 61.41 IV sp, as, -q -a -Do mm tZ -t 97 961`42.60 tb e,3+"iS. 0 KEA Slit 149 ItA A c 27 28 29 � gyp. I �,�►I �� RAS �Q cPG1 JS 0 � ,3 R= —wwwwom ow -1w s 1p. cAcrvs v'�ccEy Rp. - 5-t4. 15f49-93 sr.4.-- w �EO - +At 2e � fP 0 16'y P. v.c. C- GL - 2vl5 /3' A/ 0,F 9t 30 � 4j Aj 0 0� --0R 0.000, M co 31 1690 1680 29 rt 1&T co �b 00 S GT �A�.I ` N� .st a ;, 141 pP0FF&9,1 Sq ''• 06, GE r Q ROg0 Lu y t Y �^ No. 33950 ; n EXP. 6-30-02 • STA. Ta*'fs• SO 5Ad.E RD. C! I L �! STA. t S-7. 00 KAP -1 GT. 0 r V 1 x 1 x rZ" IFIr-F-,V40" FxH 6F w'r_Y4., FOF CA0V'� FxH APWWAZ E'L`( , 12" F,c" RSGtd S'u.Y W CORP STOP , 6ND Pw6t . APPROVED BY: 11_ (, U ��i ALBERT A. WEBB ASSOCIATES COUNTY O F RIVERSIDE ,�— CIVIL ENGINEERS T AC T NO 2 7- SEXY 4Z 37385 3788 McCRAY STREET �, IC -1 REGISTERED CIVIL ENGINEER N0. RIVERSIDE. CALIFORNIA D{AMON� VALLEY GOL �LUB HOUSE W o 1q. -:z DATE: 14, C-1 (909) 686-1070 WATER PLAN AND PROFILE C 0. APPROVED BY: SCALE: 1"-40 ' BENCH MIAWELEV . 1677.578 00090. 2bGS2 -139-83 31/4" ALUMINUM DISK I. ' DRAWN BY:$gL ONCNUMBER) N31R5' 7N5' WCACTUSP SAG E R 0A D SO T 2 OF 6 DESIGNED BY EL ALLEY RD. 172' W'LY PAVED RD. D LS{{5 DATE: S W . 0. 93- 294 FOR: YEN PING $ROUP F . B . /993 ¢ /29 - CK Y: NO NAME t, 139-owX 0/ 472 . Sb L.F. fte-A ootV-Xe%Qrs Q ss Z. VRS q � Z '01 t P�PDPOSfD.w'e-o C6 & 5=0. DOjO A\A C. G. /&" P.Y.C. C- 905 CL - 2j " APOF//E SULf VERT ---CAC - IA - I --- 411 0-1�i3 " 107 -- - - sow -on awwwwom www -I= awnswom awspaw ���� RZ QPpFESSIO� -9 z z rn w m Q m NO. 37385 EXP. 6-30-00 `r> CIVIC- P 9TF OF CAI.IF�/ WATER APPROVED BY: REVISIONS: EASTERN MUNICIPAL WATER DISTRICT I UPDATE To GUQR W-,il*v P1vE size, , j. � ► .G 0'Af E IMLOC.ATG W" C A 055 OF SUBDIVISIONS APPROVALS INITIAL DATE INITIAL I DATE 3ROJ ENG-- ENSPECTION OATER OPER _ t�1 _ ,,MONO 0 a1 © z too /ov.c. c-!Ol* c z3s //' /V 0i Lt GUtiyeuNEs, F21 emu w F- It�lGflJEf�56 61.41 IV sp, as, -q -a -Do mm tZ -t 97 961`42.60 tb e,3+"iS. 0 KEA Slit 149 ItA A c 27 28 29 � gyp. I �,�►I �� RAS �Q cPG1 JS 0 � ,3 R= —wwwwom ow -1w s 1p. cAcrvs v'�ccEy Rp. - 5-t4. 15f49-93 sr.4.-- w �EO - +At 2e � fP 0 16'y P. v.c. C- GL - 2vl5 /3' A/ 0,F 9t 30 � 4j Aj 0 0� --0R 0.000, M co 31 1690 1680 29 rt 1&T co �b 00 S GT �A�.I ` N� .st a ;, 141 pP0FF&9,1 Sq ''• 06, GE r Q ROg0 Lu y t Y �^ No. 33950 ; n EXP. 6-30-02 • STA. Ta*'fs• SO 5Ad.E RD. C! I L �! STA. t S-7. 00 KAP -1 GT. 0 r V 1 x 1 x rZ" IFIr-F-,V40" FxH 6F w'r_Y4., FOF CA0V'� FxH APWWAZ E'L`( , 12" F,c" RSGtd S'u.Y W CORP STOP , 6ND Pw6t . APPROVED BY: 11_ (, U ��i ALBERT A. WEBB ASSOCIATES COUNTY O F RIVERSIDE ,�— CIVIL ENGINEERS T AC T NO 2 7- SEXY 4Z 37385 3788 McCRAY STREET �, IC -1 REGISTERED CIVIL ENGINEER N0. RIVERSIDE. CALIFORNIA D{AMON� VALLEY GOL �LUB HOUSE W o 1q. -:z DATE: 14, C-1 (909) 686-1070 WATER PLAN AND PROFILE C 0. APPROVED BY: SCALE: 1"-40 ' BENCH MIAWELEV . 1677.578 00090. 2bGS2 -139-83 31/4" ALUMINUM DISK I. ' DRAWN BY:$gL ONCNUMBER) N31R5' 7N5' WCACTUSP SAG E R 0A D SO T 2 OF 6 DESIGNED BY EL ALLEY RD. 172' W'LY PAVED RD. D LS{{5 DATE: S W . 0. 93- 294 FOR: YEN PING $ROUP F . B . /993 ¢ /29 - CK Y: NO NAME t, 139-owX 0/ 1700 1690 PbmposED 5ak"" CEe I 24"R C.P. C. G, /G " P.1! C. C - g05 CL -:Z? --c5 p"F/LE SCALE / "_ •¢ ' PERT. 1710 1700 41 42 43 44 45 46 4T 46 49 50 51 52 f. 1b. Lo 24"aCf CSEE STORM ORA /N -/-,9 A15) R/w � 0) � T iiir�.« care lGtlrr�F,e H- Ep -- =1` X\ h `h W �U) Ar Ar W f�/TViRE CAIRN N 52 ° 2 8 S2 " W f)C 4'2 - --- - - 43 44 41§` - 46 47 48 49 — - 5n - - 51 - 2 — LAJ Z w N J ?/Cs/TTEx U = U b \\ F- 44 1 ( j Q QPOFESSIO� V /6'R Y.C. C 10� C L - 236 •, m z C m �� �. (Q SAGE ROAD Q ti fes; ; \ -y•., /� OF w 0 NO. 37385 o�� Q �� \ 0 0 EXP. 6-30-00 000 N�.3��50 + N OF CALIF 'c �-- �F CAL,` -JA0J TERN APPROVED BY: MUNICIPAL WATER DISTRI EVISIONS: APPROVED BY: I`' , t t� ALBERT A . WEBB ASSOCIATES COUNTY OF R I V E R SI D E I • D • I CML ENGINEERS TRACT NO. � 26917 J SERV. REGISTERED CIVIL ENGINEER N0. 37385 3788 MCCRAY STREET RIVERSIDE. CALIFORNIA DIAMOND VALLEY GOLF CLUB HOUSE AREA r:r! jIdA DATE: (909) 686-1070BDIVISIONS WATER PLAN AND PROFILE w-O.CIVIL ENGINEER APPROVALSc.o, JI)E APPROVED BY: J SCALE: i"-40 BENCH MARKELEV. 1677.578 COGRD. 246 INITIAL DATE INITIAL /� , = 1�<L � -139-83 31/4" ALUMINUM DISK I SCALE i INCH - 40 FEET NG �,e 9 30� — - Y ...•� P LRANN BY: EL ONC . CYCL INDER . 7.5 ' W' LY P P.P. �iT 4 OF 6 40 3o 20 io 0 40 80 120 -- TION — - 9 DESIGNED BY' BEL (NO NUMBER) 31.5' N'LY CACTUS ALLEY RD. 172' W' LY PAVED RD. SAG E ROAD NOR 15��7 -- — -- OPER — — DATE: -' C Y NO N W 0 g3-294 FOR: YEN PING GROUP F . B . 9/44ZL xx 1710 1700 g • P 52 53 54 55 56 57 58 59 60 61 62 0 za•sz„w � _ 17 i' t 11 " I i t 1, i i av S/TQC F� h ' h' LOT 2 i WI � F- V� l P Ij;Q4. � +z L= 60.02' � Jc f T!96 .. ti INCH - 40 FEET 40 80 120 1 J 54oo R`.L°Oa' 56 �A. 57 58 Qp,OFESSION \ -9 COUNTY OF RIVERSIDE RAST T �O 22[7U � I DIAMOND LLE i;OL B HOUSE WATER PLAN AND PROFILE ROAD I . D . � z w Q NO. r” m 37385 EXP. 6-30-00 \sr CIv-l\•- P TF OF CALIF/ WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT Q Q4 ,, � ., (1 DATE EVIL ENGINEER SUBDIVISIONS APPROVALS = INITIAL DATE INITIAL DATE OJ ENG SPECTION — TER OPER - REVISIONS: UPDATE TO CZA9IRE"-f C --j xj2S -i 0-4414 eV DETECTOR C 4(K ?D S REYISeD Ol.OA. ?O aPD^. 11)2, SAG E P I PE LI Ply 1 NGIZ�ASE C/{EGC ASS') R/W CC ROAD (r \' F !% 63 �uuj N 33b- e° 63 caRl Gv r7E4 N - z7' uj _ Z FUTURE GuRB _ 5� bU - v Q FurrvRE Cliff t E� c O D �/ /� M jt� r P. I.4. C -.w e CL - 2l15 /3' /V OF APPROVED BY: � r IC70 C' GISTERED CIVIL ENGINEER No. 37385 DATE: � � =+ APPROVED BY: J DATE: 174} 1730 ALBERT A. WEBB ASSOCIATES 3788 McCRAY STREET CIVIL ENGINEERST CALIFORNIA (909) 686-1070 COUNTY OF RIVERSIDE RAST T �O 22[7U � I DIAMOND LLE i;OL B HOUSE WATER PLAN AND PROFILE ROAD I . D . AREA 4,7RIVERSIDE. "•o - 94 3Z¢ C.O. SCALE:• s 1 40' BENCH KARKELEV . 1677. 578 -139-83 31/4" ALUMINUM DISK It ONC_ CYCLINDER. 7.5' W'LY P.P (NO NUM9EFA) 31.5' N ' LY CACTUS .ULFV AD- 172' W ' LY PAVED RO COORD.26c52 DRAWN BY:__— SHT5 6 15118 DESIGNED BY- OEl. CHECKED BY: vic PIA W 0. 93-294 FOR: YEN PING GROUP F.B./993/"4 /�'^`\ XX -. I